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OGI DESIGNS · · Ignacio G. Ochoa, P.E. <br />8191 Kingsdale Drive RCE #35217 <br />Huntington Beach, Ca. 92646 Exp. 9/30/15 <(714) 904-4823 <br />ECEI" 'M <br />60 <br />PROJECT: Cruz Project FEB 1 0 20,4 <br />1317 Magnolia St. <br />Santa Ana, CA 92707 City of Santa Ana <br />CRITERIA: CALIFORNIA BUILDING CODE (CBC) 2010 <br />m <br />m <br />op A <br />m gle No. 35217 y li11 0 1-4174 , 1 <br />dE- civiL/*r ' <br />=Fl,4MATERIALS: EXCEPT AS NOTED OTHERWISE <br />CONCRETE............................2500 PSI @ 28 DAYS <br />FOUNDATION SOIL... .............1000 PSF <br />CONCRETE BLOCK.................GRADEN, MED. WT UNITS (ASTM C-90) <br />BRICK...................................PER ASTM C-62, MW GRADE <br />REINFORCED STEEL............. ..20,000 PSI (ASTM A-615, GRADE 40) <br />STRUCTURAL STEEL............ ..24,000 PSI (ASTM A 36, COMP.) AISC 1997 ED. <br />WELDING..............................ELECT ARCPROCESS BY CERT. WELDERS <br />STRUCTURAL PIPE................ 35,000 PSI (ASTM A-53) GRADE B <br />PLYWOOD SHEATHING...........DOUG. FIR, STRUC 1, INTR., P.S. 1-76 <br />GLUE LM BEAMS. ..................24000 PSI *F COMB 1724) <br />LUMBER...............................GRADE MARK DF PER WCLB GRDG RULE 16 <br />SOIL PRESSURE.....................1000 PSF <br />DESIGN REFERENCES: <br />CONCRETE............. <br />CONCRETE BLOCK... <br />STEEL...................., <br />LUMBER ................. <br />....ACI DESIGN HANDBOOK <br />.....CONC. MASN. DESIGNMANUAL, CMA <br />.....MANUAL OF STEEL CONSTRUCTION, AISC <br />....WOODSTRUCT. DESIGNMANUAL, CMA <br />ALL WOOD DOUGLAS FIR LARCH 19% MAX. MOIST. CONTENT. (#2/#1) <br />Fv Fb Ex10*6 ifv Fb Ex10*6 <br />2x4 95 1315/1510 1.6 4x6 95 1140/1300 1.6 <br />2x6 95 1140/1310 1.6 4x8 95 1140/1300 1.6 <br />2xS 95 1055/1210 1.6 4x10 95 1050/1200 1.6 <br />2x10 95 965/1105 1.6 4x12 95 965/1100 1.6 <br />2x12 , 95 865/1005 1.6 4x14 95 875/1000 1,6 <br />2x14 95 790/905 1.6 4x16 95 875/1000 1.6 <br />6x10/12 85 1350/1600 1.6 Parallam 290 2900 2.0 <br />GLB 265 2400 1.8 PSL <br />Microlm 1vl 285 2600 2.0 <br />V